Rural Development Department Tender
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Costs
EMD
₹ 2,10,640Document Cost
₹ 10,000Tender Fee
Refer Documents
Description
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Contact
Tender Id
2024_RDSPL_89793_1Bid Award Id
ViewTender No
RDD/SD/PAKUR/19/RE1/2023-24Tender Authority
Rural Development Department ViewPurchaser Address
-
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BOQ Items
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
9.61
842146
87595.9
Providing and laying Filter material underneath pitching in slopes complete as per drawing and Technical specification
39.12
72004
1840.6
Providing and laying boulders apron on river bed for protection against scour with stone boulders weighing not less than 40 kg each complete as per drawing and Technical specification.
Boulder laid dry without wire crates.
117.36
135949
1158.4
Plain/Reinforced cement concrete (RCC Grade M30 using batching plant, transit mixer & concrete pump) for wall & slab etc. complete as per drawing and technical specifications.
141.38
754191
5334.5
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. (Wall)
12.64
1107474
87595.9
Providing weep holes in Brick masonary/ plain/ Reinforced concrete abutment, wing wall/ return wall with 100 mm dia AC pipe, extending through the full width of the structure with slope of 1V:20H towards drawing face. Complete as per drawing and Technical specifications.
48
5304
110.5
Providing and laying of Filter media with granular materials/stone crushed aggregates satisfying the requirements laid down in clause 2504.2.2. of MoRT&H specifications to a thickness of not less than 600 mm with smaller size towards the soil and bigger size towards the wall and provided over the entire surface behind abutment, wing wall and return wall to the full height compacted to a firm condition complete as per drawing and Technical Specification.
43.5
71570
1645.3
Plain/Reinforced cement concrete (RCC Grade M30 using batching plant, transit mixer & concrete pump) for wall & slab etc. complete as per drawing and technical specifications.
89.54
477651
5334.5
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications. (Wall)
6.63
580780
87595.9
Providing and laying Cement concrete wearing coat M-30 grade including reinforcement complete as per drawing and Technical specifications.
18.34
178875
9753.3
PCC M15 Grade (using batching plant & Conctete pump) levelling course below approach slab complete as per drawing and Technical Specification.
5.25
17879
3405.6
Reinforced cement concrete approach slab including reinforcement and formwork complete as per Drawing and Technical specifications.
15.75
136196
8647.4
Painting on concrete surface (Providing and applying 2 coats of water based cement paint to unplastered concrete surface after cleaning the surface of dirt, dust, oil, grease, efflorescence and applying paint @ of 1 litre for 2 Sq.m. )
55.53
4464
80.4
Excavation in Soil with Dozer with lead upto 100 metres (Excavation for road way in soil by mechanical means including cutting and pushing the earth to site of embankment upto a distance of 1000 metres (average lead 50 metres), including trimming bottom and side slopes in accordance with requirements of lines, grades and corss sections.)
49
7575
154.6
Embankment Construction with Material Obtained from Borrow Pits (Construction of embankment with approved material obtained from borrow pits with all lifts and leads, transporting to site, spreading, grading to required slope and compacting to meet requirement of table 300-2)
955.56
124127
129.9
Compacting original ground supporting embankment (Loosening of the ground upto a level of 500 mm below the subgrade level, watered, graded and compacted in layers to meet requirement of table 300-2 for subgrade construction.)
546.75
28759
52.6
Granular Sub-Base with Graded Material (Shoulder) with Close Graded Material Gr-I (By Mix in Place Method)
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
91.13
131008
1437.6
Granular Sub-Base with Graded Material (Carriageway) with Close Graded Material Gr-I (By Mix in Place Method)
Construction of granular sub-base by providing close graded Material, mixing in a mechanical mix plant at OMC, carriage of mixed Material to work site, spreading in uniform layers with motor grader on prepared surface and compacting with vibratory power roller to achieve the desired density, complete as per clause 401.
158.56
227945
1437.6
Wet Mix Macadam (Plant Mix Method)
Providing, laying, spreading and compacting graded stone aggregate to wet mix macadam specification including premixing the Material with water at OMC in mechanical mix plant carriage of mixed Material by tipper to site, laying in uniform layers with grader in sub- base / base course on well prepared surface and compacting with vibratory roller to achieve the desired density.
73.81
125558
1701.1
Cement Concrete Pavement (Construction of un-reinforced, dowel jointed, plain cement concrete pavement over a prepared sub base with 43 grade cement @ 400 kg per cum, coarse and fine aggregate conforming to IS 383, maximum size of coarse aggregate not exceeding 25 mm, mixed in a batching and mixing plant as per approved mix design, transported to site, laid with a fixed form or slip form paver, spread, compacted and finished in a continuous operation including provision of contraction, expansion, construction and longitudinal joints, joint filler, separation membrane, sealant primer, joint sealant, debonding strip, dowel bar, tie rod, admixtures as approved, curing compound, finishing to lines and grades as per drawing )
182.25
976932
5360.4
Reinforced cement concrete M15 grade boundary pillars of standard design as per IRC:25-1967, fixed in position including finishing and lettering but excluding painting.
(2x2x25 Nos. = 100 Nos.)
100
54580
545.8
Earth work in excavation of foundation (Depth upto 3 m) of structures as per drawing and technical specification, including setting out, construction of shoring and bracing, removal of stumps and other deleterious matter, dressing of sides and bottom and backfilling with approved material.
173.25
9944
57.4
Plain cement oncrte 1:3:6 nominal mix in foundation with crushed stone aggregate 40mm nominal size mechanically mixed, placed in foundation and compacted by vibration including curing for 14 days.
13.5
45577
3376.1
Reinforced cement concrete (RCC Grade M25 using batching plant transit mixture & concrete pump) in open foundation complete as per drawing and technical specifications.
50.75
222198
4378.3
Reinforced cement concrete (RCC Grade M25, height upto 5m) in substructure complete as per drawing and technical specifications.
(Stem)
22.5
104195
4630.9
Supplying, fiiting and placing un-coated HYSD bar reinforcement in foundation complete as per drawing and technical specifications.
2.14
187024
87394.8
Supplying, fiiting and placing HYSD bar reinforcement in sub-structure complete as per drawing and technical specification.
2.93
256741
87744.9
Providing weep holes in Brick masonry/Plain/Reinforced concrete abutment, wing wall/return all with 100 mm dia AC pipe, extending through the full width of the structures with slope of 1V:20H towards drawing foce. Complete as per drawing and Technical specifications.
50
5525
110.5
Carrage of materials Cement, Pakur 10 Km.(P) + 0 Km (K) .
266.86
134123
502.6
Steel, Pakur 10 Km.(P) + 0 Km (K) .
33.96
17066
502.6
Sand, Dumka 100 Km.(P) + 0 Km (K) .
311.25
498933
1603
Chips, Malpahari 18 Km.(P) + 0 Km (K) .
759.3
290690
382.84
Boulder, Malpahari 18 Km.(P) + 0 Km (K) .
117.36
65587
558.86
Aggregate, Malpahari 18 Km.(P) + 0 Km (K) .
409.53
166383
406.28
Goods & Service Tax (G.S.T.) -@18%
1
1590669
1590669.55
Labour Cess -@1%
1
104277
104277.23
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